For a normally consolidated soils, a consolidated-undrained triaxial test was conducted and the following results were...
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For a normally consolidated soils, a consolidated-undrained triaxial test was conducted and the following results were obtained: Chamber confining pressure=100kN/m² Deviator stress at failure=150kN/m² (a) Determine e and (total stress). (b) If the effective frictional angle is o'-36°, determine pore water pressure developed in the clay specimen at failure. For a normally consolidated soils, a consolidated-undrained triaxial test was conducted and the following results were obtained: Chamber confining pressure=100kN/m² Deviator stress at failure=150kN/m² (a) Determine e and (total stress). (b) If the effective frictional angle is o'-36°, determine pore water pressure developed in the clay specimen at failure.
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Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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